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HomeMy WebLinkAboutPP - 607 SOUTHCENTER MALL - COACH - PERMITS AND PLANS607 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-247 08-S-156 I FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Coach 607 Southcenter Mal Permit No.: 08-S-156 Date: May 2, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than. 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. 111 _Hydraulic Summary Job Number: KS0354 Report Description: Ordinary Group II Job Job Number KS0354 Design Engineer Adam Kanter Job Name Coach State Certification/License Number WESTESF136QF Address 1 607 Southcentner Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Tukwila Wa Zip Code 98188 Drawing Name ' FP-1.cad System [Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density ! 0.20gpm/ft2 Area of Application 922.00ft2 (Actual 922.63ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 130.00ft2 f t ' .� s /11 i itt k�£ ' 12,17A r IL' Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose 319.13 569.13 Allowance) Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.80 between nodes 114 and 46 v Maximum Velocity Under Ground 1.21 between nodes 1 and 260oD�IMr Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2206.11 gal 0.75ft3 Supplies Hose Flow Static Residual Node (gpm) (psi) (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.491 569.13 65.438 74.052 Contractor Contractor Number KS0359 l Contact Name • Adam Kantner Contact Title . Project Manager Contractor Name Western States Fire Protection Phone ' 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address2 E-mail City State Redmond WA Zip Code 98052 WebSde ©M.E.P.CAD, Inc. ►� AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:25PM Page 1 911 Summary Of Outflowing Devices Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: KS0354 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler 105 26.27 Sprinkler 104 26.27 Sprinkler 102 26.14 c> Sprinkler 101 26.00 Sprinkler 106 26.29 Sprinkler 103 26.22 Sprinkler 108 26.44 Sprinkler 107 26.37 Sprinkler 109 26.47 Sprinkler 112 27.60 Sprinkler 111 27.54 Sprinkler 110 27.53 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 Most Demanding Sprinkler Data 5.6 22.014 5.6 22.000 5.6 5.6 5.6 5.6 5.6 5.6 21.781 21.556 22.040 21.921 22.296 22.174 5.6 22.343 5.6 LL 24.296 5.6 24.178 5.6 24.160 ©M.E.P.CAD, Inc. R11 AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:28PM Page 2 Node Analysis Job Number: KS0354 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 14 14-6 E(2-0) 27.484 19 14-6 E(2-0) 27.376 22 14-6 E(2-0) 27.382 25 14-6 P0(5:_q) 27.430 28 14-6 P0(5-0) 27.645 31 14-6 P0(5-0) 27.488 34 14-6 PO(5-0) 28.417 37 14-6 P0(5-0) 28.254 , 40 14-6 PO(5-0) 28.481 46 14-6 P0(5-0) 31.084 49 14-6 P0(5-0) 30.927 52 14-6 PO(5-0) 30.904 114 14-6 P0(8-0) 50.008 115 14-6 P0(8-0) 49.896 116 14-6 2P0(8-0) 49.865 122 14-2 , 52.024 206 1-11 58.281 260 5-8 BFP(-4.500) 61.178 269 1-11 P0(37-8%) 58.229 105 10-0% Spr(-22.014) 22.014 _ 26.27 104 10-0 Spre22.000) 22.000 26.27 102 10-0 Spr(21.781) 21.781 26.14 101 10-0 Spr(-21.556) 21.556 26.00 106 10-0 Spr(-22.040) 22.040 26.29: 103 10-0% Spr(-21.921) 21.921 26.22 108 _ 10-0 Spr(-22.296) _ 22.296 26.44 , 107 10-0 Spr(722.174) 22.174 26.37 109 - 10-0 Spr(-22.343) 22.343 LL 112 10-0 Spr(-24.296) 24..60 _ _26.47296 27_ _ 111 10-0Spr(-24.178) 24.178 27.54 110 10-0 Spr(-24.160) 24.160 27.53 1 -4-0 S 65.438 319.13 k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03: 32 P M Page 3 Hydraulic Analysis Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Diameter Elevation Flow Discharge Velocy K -Factor HWC Pt Friction Loss Length Pressure Length Summary Length Downstream Upstream Pn Fittings Eq. Total v Route 1 DR 1.049 0=26.00 9.65 C=120 0.211435 27-11'/2 Pf 7.813 101 10-0 q=26.00 K=5.6 21.556 Spr(-21.556) 9-0 Pe -1.939 25 14-6 27.430 2E(2-0), P0(5-0) 36-11'/2 Pv BL 1.610 Q=52.27 8.24 C=120 0.095527 11-0 Pf 1.051 25 14-6 27.430 Pe 40 14-6 28.481 11-0 Pv BL 1.610 0=78.74 1.2.41 C=120 0.203864 12-0 Pf 2.446 40 14-6 28.481 Pe 49 14-6 30.927 12-0 Pv BL 1.610 0=106.27 C=120 0.355052 45-5 Pf 18.968 49 14-6 _1.6.75 30.927 8-0 Pe 115 14-6 49.896 P0(8-0) 53-5 Pv CM 4.260 Q=212.52 4.78 C=120 0.011198 10-0. Pf 0.112 115 14-6 49.896 Pe 114 14-6 50.008 10-0 Pv CM 4.260 0=319.13 7.18 C=120 0.023756 _ 61-5'/2 Pf 1.872 114 14-6 50.008 17-4 Pe 0.145 122 14-2 52.024 2Ee2(5-3), fE(6-9%) 78-9% Pv CM 6.357 Q=319.13 3.23 C=120 0.00.3.382 _ 111-5 Pf 0.899 122 14-2 52.024 154-4 Pe 5.307 269 1-11 58.229 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 Q=31,9.13 1.88 C=120 _ 0.000907 _ 24-8% Pf 0.051 269 _ _ 1-11 58.229 32-0 Pe 0.000 206 1-11 58.281 2fE(16-0) 56-8% Pv MS 10.020 0=319.13 1.30 C=120 0.0003.69 20-2 Pf 4.532 206 1-11 58.281 67-0 Pe -1.635 260 5-8 61.178 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 0=319.13 1.21 C=140 0.000231 113-1. Pf 0.060 260 5-8 61.178 146-8 Pe 4.200 1 -4-0 65.438 3LtE(25-6), E(35-1), 2EE(17-6'/2), 259-9'/2 Pv S . v Route 2 1.049 Q=26.14 9.70 C=120 - 0.213475 _ 31-4% Pf 7.548 _DR 102 _ - _ - ' 10-0 q=26.14 K=5.6 21.781 Spr(-21.781) 4-0 Pe -1.947 22 14-6 27.382 2E(2-0) 35-4% Pv BL 1.610 0=26.14 4.12 C=120 0.026502 - _ 4-0 Pf 0.106 22 14-6 27.382 Pe 31 14-6 27.488 ! 4-0 Pv BL 1.610 Q=52.35 8.25 C=120 0.095823 8-0 Pf 0.767 31 14-6 27.488 Pe 37 14-6 28.254 8-0 Pv BL 1.610 Q=78.72 12.41 C=120 0.203802 13-0 Pf 2.649 37 14-6 28.254 Pe 52 14-6 30.904 13-0 Pv BL 1.610 0=106.25 16.74 C=120 0.354910 45-5 Pf 18.961 52 14-6 30.904 8-0 Pe 116 14-6 49.865 P0(8-0) 53-5 Pv CM 4.260 Q=106.25 2.39 C=120 0.003106 _ - _ 10-0 Pf 0.031 116 14-6 49.865 Pe 115 14-6 49.896 10-0 Pv Route 3 DR 1.049 Q=26.22 9.73 C=120 0.214740 _ 27-11% Pf 7.505 103 _ 10-0% _ q=26.22 K=5.6 21.921 Spr(-21.921) 7-0 Pe -1.938 31 14-6 27.488 E(2-0), P0(5-0) 34-11% Pv ea Route 4 DR 1.049 Q=26.27 9.75 C=120 0.215461 27-11% Pf 7.316 104 10-0 q=26.27 K=5.6 22.000 Spr(-22.000) 6-0 Pe -1.939 19 14-6 27.376 3E(2-0) 33-11% Pv BL 1.610 Q=26.27 4.14 C=120 0.026.749 2-0 Pf 0.053 19 14-6 27.376 Pe 25 14-6 27.430 2-0 Pv io Route 5 DR 1.049 0=26.27 9.75 C=120 0.215582 30-4% Pf 7.409 105 10-0% q=26.27 K=5.6 22.014 Spr(-22.014) 4-0 Pe -1.938 14 14-6 27.484 2E(2-0) 34-4'/: Pv BL 1.610 0=26.27 4.14 C=120 0.026.764 _ 6-0 Pf 0.161 14 14-6 27.484 Pe 28 14-6 27.645 6-0 Pv BL 1.610 Q=52.56 8.28 C=120 0.096537 8-0 Pf 0.772 28 14-6 27.645 Pe 34 14-6 28.417 8-0 Pv (, ©M.E.P.CAD, Inc. 45AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:36PM Page 4 I f Hydraulic Analysis ` Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.610 Q=79.01 12.45 C=120 0.205158 13-0 Pf 2.667 34 14-6 28.417 Pe 46 14-6 31.084 13-0 Pv BL 1.610 Q=106.61 16.80 C=120 0.357136 45-0 Pf 18.924 46 14-6 31.084 8-0 Pe 114 14-6 50.008 Z, P0(8-0) 53-0 Pv v Route 6 DR 1.049 Q=26.29 9.76 C=120 0.215820 27-11% Pf 7.543 106 10-0 q=26.29 K=5.6 22.040 Spr(-22.040) 7-0 Pe -1.938 28 14-6 27.645 E(2-0), P0(5-0) 34-11% Pv ow Route 7 DR 1.049 Q=26.37 9.79 C=120 0.217032 27-11'/2 Pf 8.020 107 10-0 q=26.37 K=5.6 22.174 Spr(-22.174) 9-0 Pe -1.939 37 14-6 28.254 2E(2-0), P0(5-0) 36-11% Pv o Route 8 DR 1.049 Q=26.44 9.82 C=120 0.218135 27-11% Pf 8.061 108 10-0 q=26.44 K=5.6 22.296 Spr(-22.296) 9-0 Pe -1.939 34 14-6 28.417 2E(2-0), P0(5-0) 36-11% Pv op Route 9 DR 1.049 Q=26.47 9.83 C=120 0.218568 27-11% Pf 8.077 109 10-0 q=26.47 K=5.6 22.343 Spr(-22.343) 9-0 Pe -1.939 40 14-6 28.481 2E(2-0), P0(5-0) 36-11'% Pv op Route 10 DR 1.049 Q=27.53 10.22 C=120 0.234962 27-11% Pf 8.683 110 10-0 q=27.53 K=5.6 24.160 Spr(-24.160) 9-0 Pe -1.939 52 14-6 30.904 2E(2-0), P0(5-0) 36-11% Pv op Route 11 DR 1.049 Q=27.54 10.22 C=120 0.235120 _ 27-11% Pf 8.688 111 10-0 q=27.54 K=5.6 24.178 Spr(-24.178) 9-0 Pe -1.939 49 14-6 30.927 2E(2-0), P0(5-0) 36-11% Pv Route 12 DR 1.049 Q=27.60 10.25 C=120 0.236179 27-11% Pf 8.728 _ 112 10-0 q=27.60 K=5.6 24.296 Spr(-24.296) 9-0 Pe -1.939 46 14-6 31.084 2E(2-0), P0(5-0) 36-11% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier Actual Inside Diameter 1487 = Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J Multiplying_ Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. 1AutoSPRINKO VR5 v5.2.6 05/02/2008 12:03:36 P M Page 5 Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Downstream Elevation Upstream Diameter Flow Velocity HWC Discharge K -Factor Pt Pn Fittings Friction Loss Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points E Velocity pressure at a point in a pipe EE Eel Ee2 FDC fE fEE flg FN fT 9 GloV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11'/.° Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:36PM Page 6 1 lif 'Hydraulic Graph - r Job Number: KS035 Report Description: Ordinary Group Supply at Node 1 150 :Static Pressure 140.000 135 120 105 90 N Q . j75 a. 569.13 319.13 with hose @ 65.438 streams 60 45 jSystem demand curve 30 10900.00 @ 20.000 15 7EILIIIII1111 111111111 111111 11 1 I I 1 111 11 I 11 I 11 1 1 1 J 111111111 1 1 1 1 1 1 1 1 1„ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 0 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.491 @ 569.13 System Descend 319.13 @ 65.438 System Demand (Including Hose Allowance) 569.13 @ 65.438 (M, © M.E.P.CAD, Inc. + AutoSPRINK®VR5 v5.2.6 05/02/2008 12:03:46PM Page 7 Flow Diagram (Top View) Job Number: KS0354 Report Description: Ordinary Group II M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/02/2008 12:03:50PM Page 8 8 Ordinary Group 11.0.20gpm/ft2 for 922.00ft2 10'-0.AFFJ VICINITY MAP (Suite# 607) SCALE: NTS General Notes 1100 SALES AREA P-1 i 10'-0'AFF 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed irt. accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only jn the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Coach Remote Area: Retail # 607 CALCULATION DESIGN CRITERIA r. STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM 1 Ft' for 922 FN SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI GPM FLOW 10900 AT BASE OF RISER. SYSTEM REQUIRES: 319.13 GPM @ 61.178 Psi • SI tone of Design 10'41" CLG.=40.0% AREA REDUCTION 103 1 IEC. TOILET P9 1e'-0'AFF �� H C. TOILET _ P-9 I 8'-0'AFF Existing Main 11°51 - 4101_1_ STOCKROOM _ I ALT-11-12-0•AFF I a i Oti2l--Existing Matt VESTIBULE E-0'AFF 12-O'AFF—j 102 HAL ACT 1 1 12'-0'AFF FIRE SPRINKLER SYSTEM 118" —11-0 1 37-5?7 911 l Without Comments As Noted In Red Pcir The i')I..f..,,e J Letter I nese p1ariS 113Vv Prevention Cure standCrds. omis-sion:/ sten:1'3r! s, -«iequ.t y this ds e resubf 1i1.3i /t r ois.. Ti: T1.It;ila Fire cum:int city adopted for the er. `- 31 LCA: t : .r.t pp OVS1. Final aCCep ince is subject inspection by Til, Tukwila Fire Prevention Bureau. Date: —43 By: IIJKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. OB "S LOP and exact address for shut' 'own or restoration approval: TICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. e is 4 a II 0 TYPICAL FLEXABLE SPRINKLER. CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXBEAD DETAIL NOT TO SCALE FIG. 908 SWIVEL SWAY BRACE FITTING BRACE PIPE 318' *ARK BOLT (2 1W EMBED LENGTH) FIG. 1000 FAST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE . LATERAL LINE RESTRAINTS NON.THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE BDLN (21W ELENGTH) FIG. 909 NO -THREAD SWNEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT bag° NON.THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Une of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE i .:.. 2008 Tukwila Fire -?25/77 .r/77 . SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 13 5.6 Pendent 2 Chrome 155°F Fl FR Semi-Reces APPROVAL City of Tukwila HYDRAULIC REFERENCE POINT R5415 17 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0354 HANGER SYMBOL Total = 30 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 05/02/08 Western States Fire Protection Company 7102180th AVE NE, S I t A-105 - F:EDMOND, WA - 98052 Lk. #: WESI1 SF136QF - WESTERN STATES FIRE PROTECTICN COMPANY- OFFICES LOCATED ALERALEROUE/AUSTIN / DALLAS / DECATUR/ DETMER IDULUTH JHOUSTON/KANSAS CRY LAS VEGAS /LBNIEAPOLS/PHOEHOV PORTLAND/ RAPID CITY ST. PALL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Ii w z 0 Adam Kantner National Contractors Inc. CONTRACTOR: Coach 607 Southcentner Mall Tukwila Na 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 VICINITY MAP (Suite# 607) SCALE:NT r7\ General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE 103 LIG_ TOILET I P9� B'-0'AFF J tr•0'AFF I Ordinary Group I1•0.20gpmIft2 for 922.00ft2 IE -0 AFF 100 SALESAREA P-1 10'-0'AFF Ij104 H C. TOILET P-9—rfr-0'AFF I Existing Main 105 VESTIBULE I E -O AFF 101 STOCKROOM I ACT -1 12_D -AFF elm ®(Atha= 12,0' AFF 1021 HALLWAY I ACT -1 Ij_rro'AFO 1051 VESTIBULE L_ FIRE SPRINKLER SYSTEM Existing Main Coach Remote Area: Retail # 607 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 922 SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 Ft' Ft' WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 319.13 GPM CO 61.178 PSI At time of Design 10'-0" CLG.=40.0% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS SPRINKLER BRANCHLINE REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. BOB SWIVEL SWAY BRACE FITTING O 3A8' KWIK BOLT (21W EMBED LENGTH) FIG. 1000 CLAMP SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 3s' KWIK BOLT (21W EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT n LATERAL BRANCHLINE RESTRAINT ` L f I NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHL1 E RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� A9 Thread Rod q_ Cut Rod Lgth Rounded to Nearest Inch Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE C) 2 U U D' w z 0 Adam Kantner National Contractors Inc. CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 13 5.6 Pendent Chrome 155°F F1 FR Semi-Reces APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 20 5.6 Pendent %2 ' White 155°F G4A Concealed CONT. NO.: KS0354 Total =33 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/23/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-1057 REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN tDALLAS I DECATUR /DENVER /DULUTH I HOUSTON I KANSAS CITY LAS VEGAS IMIT EAPOLIS/PHOENIX/PORTLAND/RAPID CITY / ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Coach 607 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEE FR - OF 1 T 1 tt) FILE COPY SHEET \U v3Eh SHET TITLE SHEET INDEX .„,. FIRE AL TUKWILA FA -0 SY TElv I \FOlv ATIO\ FA -02 TYICAL DETAILS - WRI\G A\D OU\TI\G FA -03 FIFE ALA' vl SYSTEM FLOO PLA FA -04 SY TElv CALCULATIO\S (GE\ EAL), SITE PLA\ 1.M 4 •„ E I heSe ‘r• ?.•-• •• • standa;it:., oms/•,...• ,11 ',1. this • : •••: :1,-• 6 111., • t,S. ••: , , • • The Tulai A. Date: 3C -L) PLIKWILA FIRE DEPAROZNI Please call: 575-440Z and give this job No. Og and exact address for shut, lawn or restoration aooroval, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the T.rispector prior to commenca:ent of Acceptance Testing of any Fire Alarm and Det:E..r.:tion Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT • FILL CHART s WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS , SIZE TYPE COLOR CODE . D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED ' TWISTED PAIR #14 FPL/FPLR RED (JACKET) li [, 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) ,• • I REM,OTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW, LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET). UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) l's_ UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) ls B BEA!vil DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) s. ICONDUIT. FILL CHART . . '. c. s I . NU. ,, OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 s . 1 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 • [TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 '1 II CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING. RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. 1 CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" , .21 SQUARE INCH 1" 34 SQUARE INCH • . 1-1/4". :60 SQUARE INCH 1-1/2" :82 SQUARE' INCH 2" 1.34 SQUARE INCH . . FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END • FOR SIEMENS SYSTE DO NOT INSTALL ADDRESS DEVICES ADDRESS. M SYSTEM ASHINGTON ERAL NOTES INITIATING DEVICES UNTIL PREPGRAMMED WITH 1. NUMBERS ADJACENT TO DE ICE SJIBOL DENOTE DEVICd CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE. THE S COND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CI 3. AUDIBLE/VISUAL CIRCUIT BRANCHING IS PERvIISSIBL 4. INSTALLATION SHALL BE IN ELECTRIC CODE, NFPA 72, L OIT TRICL 5. INSTALLATION MATERIALS (I CO STANDARD BOXES, FIBER opt CS C ARE NOT SUPPLIED BY SIEM ;NS C' 6. DETECTORS SHALL NOT BEV' UNT AIR STREAM OF AIR SUPPLY, ,UTL 7. WIRING SHALL BE PER PLAN, ITH TYPE, QUANTITY AND COLOR ODE AND UNIQUELY MARKED FOR UTU LARITY SHALL BE OBSERVED. SUPERVISED. NO PARALLEL , CONFORMANCE WITH THE NATIONAL .• IODE(S), AND/OR AUTHORITY HAVING JURISDICTION. UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT) RBERUS DIVISION. ID IN DIRECT TS. PER NFPA 72 2-3.5.1 ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, CONDUCTORS SHALL BE PERMANENTLY, E IDENTIFICATION. 8. INSTALLING CONTRACTOR SI LL R TURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" URPOS. 9. FOR ADDITIONAL INSTALLATIINS RUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLAT N8 RUCTIONS. 10. THE 120vac POWER ELECTRI MUST COMPLY WITH ARTICL SPECIFICALLY SECTION 1-5, SOURCES. 120vac POWER S DIRECT SUPERVISION OF FIR 11. ALL HORN/STROBE AND ST OF • 80" A.F.F. OR 6" BELO 12. ALL MANUAL PULL STATION ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND 14. ALL 120VAC CIRCUITS ARE GENERATOR. ALL N ALA PROP !SH RK SUPPLYING FIRE ALARM SYSTEM PANELS rND 760 OF • NFPA 70, N.E.C. AND NFPA 72, REFERENCE TO DEDICATED BRANCH POWER T BE APPLIED .TO FIRE ALARM PANEL WITHOUT vl TECHNICIAN. LVICES SHALL BE MOUNTED AT A HEIGHT ED CEILING, WHICHEVER IS LESS. ' BE MOUNTED AT 48" A!F.F. TO THE WILL BE ON THE RECORD DRAWINGS SET. M EDICATED CIRCUITS FROM THE EMERGENCY 15. PER NFPA 72 SECTION 5- 6.1.3 ::DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN ur OF.. ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIROD H3YHTHE AUTHORITY HAVING JURISDICTION • FOR PROTECTION DURING CON,STR.XTION. DETECTORS THAT HAVE BEdN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANE ' :OR RgPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. • .,..1.:t • 16. WIRING SHALL RUN CONTINUOUS FI, OM , FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE T i:DEV1 `E WITHOUT • SPLICING ' IN PULL BOXES. OR : „ ' OTHER BACK BOXES OF DIE: Ej CIRCUITS. ' 17. ALL WIRING SHALL BE METE14E6, RIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BET. ;FEN : .ONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. ! ' : : 18.. ALL CABLES SHALL BE MA KED A INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL .DEVIC S JUNCTION BOXES AND FACP. : I :1! , 19. THE ELECTRICAL CONTRACT R S1 CLEAN ALL DIT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF T E FIRE'ALARM 'BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF TH IR INS ALLATION,,, 20. DETECTORS MUST BE RATE .FOER EMPERATURE IN THE ENVIRONMENT IN WHICH „.,; IT IS LOCATED. 21. ALL WIRING BETWEEN FLOC, SHL BE: .LOCATED : IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 AL STYLES OF 'CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.GkI .1vIE*LIC, ;OPTICAL FIBER), SHALL BE tii\I INSTALLED SUCH THAT THE 6-1,6 I G AND: RETURN: CONDUCTORS, EXITING FROM AND RETURNING TO T,, Cd1TROL: UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE doOTGoi.p AND RETURN. (FOUNDANT) CIRCUIT CONDUCTORS SHALL NOT B.;!IRUON THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), 'ENCLO$URE, OR RACEWAY. .ii , . 11 : , , •,: 23. .. , : ; ;1 , III. ': • . . ' NEPA. 72 2007 A.6.4.2.2.2 Ili ' ' OF :6A-.2.2.2, • IS TO PROVIDE ,.!.. , ! ADEQUATE SEPARATION BET\EN E OUTGOING AN RETURN C,ABLES. THIS SEPARATION IS REQUIRIDTFQ ELP :ENSURE P.k?TECTION OF THE ' • CABLES FROM PHYSICAL D4110(.1 i HE: RECOMMENDED MINIMUM! ::' - SEPARATION TO PREVENT fpTICA DAMAGE IS 305 ,.NAM (1 FT) ,WHERE , . THE CABLE IS INSTALLED VE1yrCA4i Y AND .1.22 M ' (4 FT) WHERE' THE ,CABLE IS INSTALLED : " l' :!';': 11 s, A 1;1 . I , , . ,:.: 4 . ,.. 1 it • , , • iIIi• ;•;;;,1 • QUANTITY 2 1 4 2 EX 6 , s SY II •ESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT F P A .;sy, ALARM H;ONTROL PANEL • :IRE ALARM EMOTE ANNUNCIATOR s XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP . • 11 x ' EMOTE BOOSTER OWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP 11, NTERFACE MODULE ITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD HI 1 UAL INPUT TERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD ONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HM ..1:kMOTE CONVENTIONAL HZM ONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD r41141 IIIINEAR BEAM MOKE DETECTOR PBA -1191 SIEMENS SIEMENS AD2-P W/ SIEMENS TSM MODULE SIEMENS 1V6 MOKE DETECTOR .ADDRESSABLE -PHOTO) OUCT SMOKE ETECTOR HFP-11 w/ DB -11 BASE :, • FEAT DETECTOR DDRESSABLE) III ,3,‘c:IpREEEIALKIANELAGRRMSMOTRu STROBE i,,,IRE ALARM ts..PEAKER STROBE WALL MOUNT) lRE ALARM •;;.PEAKER STROBE CEILING MOUNT) IRE ALARM ICTERI°LIBNEG MOUNT) i• HFPT-11 W/ DB -11 BASE PROVIDED VERIFY IN FIELD 4S DEEP VV/ 1G RING DUCT HOUSING CEILING VERIFY IN FIELD 4S DEEP W/ 1G RING CEILING SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS ZR -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX V\// 1-1/2" EXT. CEILING 80" A.F.F. TO BOTTOM 4S DEEP BOX W/ 1-1/2" EXT. 4S BOX \A// 1G RING IRE ALARM ;1.1 -ROBE 'llWALL MOUNT) TIRE ALARM PEAKER CEILING MOUNT) FIRE ALARM s,..PEAKER •;Sis,s ,1II WALL MOUNT) FIRE ALARM TROBE WP -WEATHERPROOF ZR -MC --W SET -CW SET -W SIEMENS SIEMENS SIEMENS 4S BOX w/ 1G RING CEILING CEILING 80" A.F.F. TO BOTTOM U .0. N . 4S DEEP BOX VV/ 1-1/2" EXT. CEILING 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD I' ' ONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD FA JBDX AGNETIC OOR HOLDER IRE ALARM ERMINAL CABINET F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. VERIFY IN FIELD VERIFY IN FIELD UNCTION BOX FB.O. • , F.B.O. N/A VERIFY IN FIELD A F. BOVE FINISHED iLOOR N/A N/A N/A N/A F. URNISHED BY THERS • N/A N/A N/A N/A OT. PPLICABLE N/A N/A N/A N/A NLESS OTHERWISE OTED N/A N/A N/A N/A EATHERPROOF EVICE N/A N/A N/A N/A S BUILT DD OR CHANGE N/A. N/A N/A N/A R ; S BUILT EMOVE N/A • N/A N/A N/A. .1,s BUILT 4OTES TO CAD N/A N/A N/A N/A s' Guardian Securit 'I is ;11 is • ; • .• S. "j. II ":',7.1!,6 • ;;. 6;•. , • • 1‘;.',. REV. BY: Z .< ; ' DESCRIPTION SHOP DRAWINGS , • DATE 5/27/08. rALE: 1/8',„,1 (I) DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/27/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER:54500 SHEET 114.4141 FA -01 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. THE DUCT SMOKE. DETETj PR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOC LION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX 'DUCT WIDTHSIIROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. OPER�TIN TEMPERATU E: +32'F O'CC) TO 100'F (338*C) }TUMIDITY: 0-9333333% RELATIVE HUMIDITY, NON -CONDENSING DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 F/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR OUTLET SAMPLING TUBE N FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HFP-11 SMOKE DETECTOR DB -11 STANDARD SMOKE DETECTOR BASE ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET ' SAMPLING TUBE NOT USED REMOTE DEVICE LOOP v 0 NOT USED 0 REMOTE I ra DEVICE LOOP ! 0 470 OHMS �VN EOL AT LEAST SIX DUCT WIDTHS FROM BEND --).FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE TO NEXT DEVICE REAR VIEW 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATION EAR GROU TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> -->.(+)TOIL —(-) S� TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE MUSIC COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING '. TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC • II •I HTRI—R TO NEXT ADDRESSABLE DEVICE f(+) STOP IF LAST. DEVICE l(-) FROM XLS CONTROL PANEL OR (+) PREVIOUS ADDRESSABLE DEVICE (*) END OF LINE DEVICE(3.6K 1/4W); ' 1 I ," VII SUPERVISED SWITCH i " GR❑UN'_� END OF LINE DEVICE (3.6K 1/4W) HTRI—D FROM REMOTE POWER SUPPLY C'S' CABLE) EXT CE OR OF LINE HARD LID HARD LID CEILING SPEAKER SUPPORT 7 I L. El BRIDGE 6) 8 STROBE RELAY CONTACTS (4.0A @ 125VAC) (4,OA @ 30VDC) SUPERVISED I SWITCH GROUND NOTE: II: FOR ADDITIONAL SPECIFICATIONS; SEE PRODUCT DOCUMENTATION. '" TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) ; • (STR❑BE) SPEAKER 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N EXT CE OR OF LINE CEILING MOUNTED SPEAKER/STROBE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX — MOUNTED ON CEILING. FLEX NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0,04uF 14 AWG 18 AWG 0 GND N AC 4 0 0 ,� TO NEXT D PREVI❑US ADDRESSABLE DEVICE NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTION. 4S DEEP 'BOX. 'W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) .4S, BOX (STROBE' ONLY) JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT CADDY BAR ssmaeo 123456 INPUT INPUT- ,TROUBLE NAC1 •NAC2 NAC3 . NAC4 AUX •1+1- 1 2+2-'2 NC C NO + - + -.+ - + - + - 80" A.F.F; SMOKE; DETECTOR SUSPENDED ILLUMINATED SMOKE DETECTOR MOUNTING SCALE=NONE • TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO NOT ONSTALL ADDRESSABLE INlOAT DEV CES UNT L PREPROGRA1 ED WI- DEV ITDEV CES ADDRESS. SCALE: 1/8'' =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/27/08 BACKROUND PLAN PROVIDED?;BY' Copyr.igh .2006 by Guardian iSecurity Systems, Inc. All Rights 1 '1 ••1 !I 1 -4 JAG N EOL—S1 19.89V 'FA–BOX 105 I nck .--r-CrAFF Or' • I•••1,r•-•,!! j. • 1-:4:41-0LLNAT-,1- 150 131 , 1 Ff. 2S,2V ARE?. -21 101 I i F- 0 ..0'-!!! ! ..------- ----- Cy:: I iE., III Qo !!! —. - gi[ fi !-ril — , . ! .,,,, --110 -.1 A,ri „ ., . ---------- 1 , •, WESTFIELD SOUTHCENTER MALL I ' 4: It Ii - OE S FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI–D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. RELEASE/REV IS IONS SHOP DRAWINGS -4' OH,' t) (31,: • c0 O• . !•!--t!! Z 0 I— • L9 Z C/) >< ‘0ii.c!<1,1,,,,,,,•;.;!,f,‘I!i!!!.:!i!!!..1. I, = LLI U.) c5 tro.,;' > -5( 1— c u) C•J::: ; ! - -4 ! , co ! ::_!,•. : C\Ji! CD • (NIL .1D. - c, , (N.LL .1.1i I; 1.•1•1•11. N—) 1----. 11.111:: • • 1•:;: :,...J:,..:41:.‘,:!.. 1,4 i; •44 LU Ei FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J–BOX (VERIFY EXACT LOCATION G.C.'S FIRE ALARM CONTRACTOR. TO TIE–IN ALL, DEVICES TO J–BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L. APROVED CONTRACTOR DO \.0 I\S-ALL ADDRESSABLE ONO -IAT DEV CES UN -IL PREPROGRAMMED WIT DEVICES ADDRESS. ; co cy) w 0 (f) 2 wi < cc ow O E < 15 VCj E E — 0 (0 11. DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/27/08 : ! • BACKROUND PLAN PROVIDED BY: • NUMBER:54500 I SHEET , ;c 1 Copyright 2006 by Guardian Security Systems, Inc. All Rights 44,1r01:114W, FA -O3 iL Ir SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations S. ,j1-7mc 61 5C D S 'T -MC 630CD T -MC 7. 5CD -IT.TIEIm0 MCg,IgHlc10CiDi5cD SgT-HM .C@135CD ,SET -HMC -C@1 85CD ZFk-MC d15CD ZR -MC D Standby QUrrent Load: Battery Flair to be Used: MUMCu NEM Det NMIHF NMI Hit M icF JI HI MINIi EM 111=11 NEM EMI Amps 111 Al EWE M. MERE =ME NMI MEE =IN 111 0.064 , 0.021 PAM BREW RECIYCLING SIORAGE A ZTECA. CAN MAC GRILL CALIFORNIA PIZZA KITCHEN Ir'; • • LoAr.ov,:: DOCK Notification Applianc WESTFIELD SOUTHCENTER MALL COACH May 27,2008' QTY Device Type 0 SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD 0 SET-HMC-C@115CD 0, SET-HMC-C@177CD 0 SET -HMC ©135CD SET -HMC @185CD 21 Z-MC@15CD 0 Z-MC@3OCD SET-MC-CVV@110CD Alarm Total 0 294 175 '0 0 0 •0 RENT TOTAL= 597 h Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total DeviceLoad,_Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I* R) EOL Voltage (20.4 - E) DEVICES= 6 TOTAL mA= 597 [ -Notification Appli PROJECT: WW -FIELD SOUTHCENTER MALL Panel: COACH 19.8874158 Wire Resistance 2.58 'CPIkRENT TOTAL= 7.2 Total Wire Resistance ( R ) ( WL * 2 ) * (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I * R) EOL Voltage (20.4 - E) Co ri ht 2006 b Guardian Securit S stems, Inc. All Ri hts Rev ijI 607 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-247 08-S-156 I FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Coach 607 Southcenter Mal Permit No.: 08-S-156 Date: May 2, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than. 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. 111 _Hydraulic Summary Job Number: KS0354 Report Description: Ordinary Group II Job Job Number KS0354 Design Engineer Adam Kanter Job Name Coach State Certification/License Number WESTESF136QF Address 1 607 Southcentner Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Tukwila Wa Zip Code 98188 Drawing Name ' FP-1.cad System [Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density ! 0.20gpm/ft2 Area of Application 922.00ft2 (Actual 922.63ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 130.00ft2 f t ' .� s /11 i itt k�£ ' 12,17A r IL' Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose 319.13 569.13 Allowance) Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.80 between nodes 114 and 46 v Maximum Velocity Under Ground 1.21 between nodes 1 and 260oD�IMr Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2206.11 gal 0.75ft3 Supplies Hose Flow Static Residual Node (gpm) (psi) (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.491 569.13 65.438 74.052 Contractor Contractor Number KS0359 l Contact Name • Adam Kantner Contact Title . Project Manager Contractor Name Western States Fire Protection Phone ' 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address2 E-mail City State Redmond WA Zip Code 98052 WebSde ©M.E.P.CAD, Inc. ►� AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:25PM Page 1 911 Summary Of Outflowing Devices Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: KS0354 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler 105 26.27 Sprinkler 104 26.27 Sprinkler 102 26.14 c> Sprinkler 101 26.00 Sprinkler 106 26.29 Sprinkler 103 26.22 Sprinkler 108 26.44 Sprinkler 107 26.37 Sprinkler 109 26.47 Sprinkler 112 27.60 Sprinkler 111 27.54 Sprinkler 110 27.53 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 Most Demanding Sprinkler Data 5.6 22.014 5.6 22.000 5.6 5.6 5.6 5.6 5.6 5.6 21.781 21.556 22.040 21.921 22.296 22.174 5.6 22.343 5.6 LL 24.296 5.6 24.178 5.6 24.160 ©M.E.P.CAD, Inc. R11 AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:28PM Page 2 Node Analysis Job Number: KS0354 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 14 14-6 E(2-0) 27.484 19 14-6 E(2-0) 27.376 22 14-6 E(2-0) 27.382 25 14-6 P0(5:_q) 27.430 28 14-6 P0(5-0) 27.645 31 14-6 P0(5-0) 27.488 34 14-6 PO(5-0) 28.417 37 14-6 P0(5-0) 28.254 , 40 14-6 PO(5-0) 28.481 46 14-6 P0(5-0) 31.084 49 14-6 P0(5-0) 30.927 52 14-6 PO(5-0) 30.904 114 14-6 P0(8-0) 50.008 115 14-6 P0(8-0) 49.896 116 14-6 2P0(8-0) 49.865 122 14-2 , 52.024 206 1-11 58.281 260 5-8 BFP(-4.500) 61.178 269 1-11 P0(37-8%) 58.229 105 10-0% Spr(-22.014) 22.014 _ 26.27 104 10-0 Spre22.000) 22.000 26.27 102 10-0 Spr(21.781) 21.781 26.14 101 10-0 Spr(-21.556) 21.556 26.00 106 10-0 Spr(-22.040) 22.040 26.29: 103 10-0% Spr(-21.921) 21.921 26.22 108 _ 10-0 Spr(-22.296) _ 22.296 26.44 , 107 10-0 Spr(722.174) 22.174 26.37 109 - 10-0 Spr(-22.343) 22.343 LL 112 10-0 Spr(-24.296) 24..60 _ _26.47296 27_ _ 111 10-0Spr(-24.178) 24.178 27.54 110 10-0 Spr(-24.160) 24.160 27.53 1 -4-0 S 65.438 319.13 k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03: 32 P M Page 3 Hydraulic Analysis Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Diameter Elevation Flow Discharge Velocy K -Factor HWC Pt Friction Loss Length Pressure Length Summary Length Downstream Upstream Pn Fittings Eq. Total v Route 1 DR 1.049 0=26.00 9.65 C=120 0.211435 27-11'/2 Pf 7.813 101 10-0 q=26.00 K=5.6 21.556 Spr(-21.556) 9-0 Pe -1.939 25 14-6 27.430 2E(2-0), P0(5-0) 36-11'/2 Pv BL 1.610 Q=52.27 8.24 C=120 0.095527 11-0 Pf 1.051 25 14-6 27.430 Pe 40 14-6 28.481 11-0 Pv BL 1.610 0=78.74 1.2.41 C=120 0.203864 12-0 Pf 2.446 40 14-6 28.481 Pe 49 14-6 30.927 12-0 Pv BL 1.610 0=106.27 C=120 0.355052 45-5 Pf 18.968 49 14-6 _1.6.75 30.927 8-0 Pe 115 14-6 49.896 P0(8-0) 53-5 Pv CM 4.260 Q=212.52 4.78 C=120 0.011198 10-0. Pf 0.112 115 14-6 49.896 Pe 114 14-6 50.008 10-0 Pv CM 4.260 0=319.13 7.18 C=120 0.023756 _ 61-5'/2 Pf 1.872 114 14-6 50.008 17-4 Pe 0.145 122 14-2 52.024 2Ee2(5-3), fE(6-9%) 78-9% Pv CM 6.357 Q=319.13 3.23 C=120 0.00.3.382 _ 111-5 Pf 0.899 122 14-2 52.024 154-4 Pe 5.307 269 1-11 58.229 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 Q=31,9.13 1.88 C=120 _ 0.000907 _ 24-8% Pf 0.051 269 _ _ 1-11 58.229 32-0 Pe 0.000 206 1-11 58.281 2fE(16-0) 56-8% Pv MS 10.020 0=319.13 1.30 C=120 0.0003.69 20-2 Pf 4.532 206 1-11 58.281 67-0 Pe -1.635 260 5-8 61.178 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 0=319.13 1.21 C=140 0.000231 113-1. Pf 0.060 260 5-8 61.178 146-8 Pe 4.200 1 -4-0 65.438 3LtE(25-6), E(35-1), 2EE(17-6'/2), 259-9'/2 Pv S . v Route 2 1.049 Q=26.14 9.70 C=120 - 0.213475 _ 31-4% Pf 7.548 _DR 102 _ - _ - ' 10-0 q=26.14 K=5.6 21.781 Spr(-21.781) 4-0 Pe -1.947 22 14-6 27.382 2E(2-0) 35-4% Pv BL 1.610 0=26.14 4.12 C=120 0.026502 - _ 4-0 Pf 0.106 22 14-6 27.382 Pe 31 14-6 27.488 ! 4-0 Pv BL 1.610 Q=52.35 8.25 C=120 0.095823 8-0 Pf 0.767 31 14-6 27.488 Pe 37 14-6 28.254 8-0 Pv BL 1.610 Q=78.72 12.41 C=120 0.203802 13-0 Pf 2.649 37 14-6 28.254 Pe 52 14-6 30.904 13-0 Pv BL 1.610 0=106.25 16.74 C=120 0.354910 45-5 Pf 18.961 52 14-6 30.904 8-0 Pe 116 14-6 49.865 P0(8-0) 53-5 Pv CM 4.260 Q=106.25 2.39 C=120 0.003106 _ - _ 10-0 Pf 0.031 116 14-6 49.865 Pe 115 14-6 49.896 10-0 Pv Route 3 DR 1.049 Q=26.22 9.73 C=120 0.214740 _ 27-11% Pf 7.505 103 _ 10-0% _ q=26.22 K=5.6 21.921 Spr(-21.921) 7-0 Pe -1.938 31 14-6 27.488 E(2-0), P0(5-0) 34-11% Pv ea Route 4 DR 1.049 Q=26.27 9.75 C=120 0.215461 27-11% Pf 7.316 104 10-0 q=26.27 K=5.6 22.000 Spr(-22.000) 6-0 Pe -1.939 19 14-6 27.376 3E(2-0) 33-11% Pv BL 1.610 Q=26.27 4.14 C=120 0.026.749 2-0 Pf 0.053 19 14-6 27.376 Pe 25 14-6 27.430 2-0 Pv io Route 5 DR 1.049 0=26.27 9.75 C=120 0.215582 30-4% Pf 7.409 105 10-0% q=26.27 K=5.6 22.014 Spr(-22.014) 4-0 Pe -1.938 14 14-6 27.484 2E(2-0) 34-4'/: Pv BL 1.610 0=26.27 4.14 C=120 0.026.764 _ 6-0 Pf 0.161 14 14-6 27.484 Pe 28 14-6 27.645 6-0 Pv BL 1.610 Q=52.56 8.28 C=120 0.096537 8-0 Pf 0.772 28 14-6 27.645 Pe 34 14-6 28.417 8-0 Pv (, ©M.E.P.CAD, Inc. 45AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:36PM Page 4 I f Hydraulic Analysis ` Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.610 Q=79.01 12.45 C=120 0.205158 13-0 Pf 2.667 34 14-6 28.417 Pe 46 14-6 31.084 13-0 Pv BL 1.610 Q=106.61 16.80 C=120 0.357136 45-0 Pf 18.924 46 14-6 31.084 8-0 Pe 114 14-6 50.008 Z, P0(8-0) 53-0 Pv v Route 6 DR 1.049 Q=26.29 9.76 C=120 0.215820 27-11% Pf 7.543 106 10-0 q=26.29 K=5.6 22.040 Spr(-22.040) 7-0 Pe -1.938 28 14-6 27.645 E(2-0), P0(5-0) 34-11% Pv ow Route 7 DR 1.049 Q=26.37 9.79 C=120 0.217032 27-11'/2 Pf 8.020 107 10-0 q=26.37 K=5.6 22.174 Spr(-22.174) 9-0 Pe -1.939 37 14-6 28.254 2E(2-0), P0(5-0) 36-11% Pv o Route 8 DR 1.049 Q=26.44 9.82 C=120 0.218135 27-11% Pf 8.061 108 10-0 q=26.44 K=5.6 22.296 Spr(-22.296) 9-0 Pe -1.939 34 14-6 28.417 2E(2-0), P0(5-0) 36-11% Pv op Route 9 DR 1.049 Q=26.47 9.83 C=120 0.218568 27-11% Pf 8.077 109 10-0 q=26.47 K=5.6 22.343 Spr(-22.343) 9-0 Pe -1.939 40 14-6 28.481 2E(2-0), P0(5-0) 36-11'% Pv op Route 10 DR 1.049 Q=27.53 10.22 C=120 0.234962 27-11% Pf 8.683 110 10-0 q=27.53 K=5.6 24.160 Spr(-24.160) 9-0 Pe -1.939 52 14-6 30.904 2E(2-0), P0(5-0) 36-11% Pv op Route 11 DR 1.049 Q=27.54 10.22 C=120 0.235120 _ 27-11% Pf 8.688 111 10-0 q=27.54 K=5.6 24.178 Spr(-24.178) 9-0 Pe -1.939 49 14-6 30.927 2E(2-0), P0(5-0) 36-11% Pv Route 12 DR 1.049 Q=27.60 10.25 C=120 0.236179 27-11% Pf 8.728 _ 112 10-0 q=27.60 K=5.6 24.296 Spr(-24.296) 9-0 Pe -1.939 46 14-6 31.084 2E(2-0), P0(5-0) 36-11% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier Actual Inside Diameter 1487 = Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J Multiplying_ Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. 1AutoSPRINKO VR5 v5.2.6 05/02/2008 12:03:36 P M Page 5 Job Number: KS0354 Report Description: Ordinary Group II Pipe Type Downstream Elevation Upstream Diameter Flow Velocity HWC Discharge K -Factor Pt Pn Fittings Friction Loss Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points E Velocity pressure at a point in a pipe EE Eel Ee2 FDC fE fEE flg FN fT 9 GloV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11'/.° Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/02/2008 12:03:36PM Page 6 1 lif 'Hydraulic Graph - r Job Number: KS035 Report Description: Ordinary Group Supply at Node 1 150 :Static Pressure 140.000 135 120 105 90 N Q . j75 a. 569.13 319.13 with hose @ 65.438 streams 60 45 jSystem demand curve 30 10900.00 @ 20.000 15 7EILIIIII1111 111111111 111111 11 1 I I 1 111 11 I 11 I 11 1 1 1 J 111111111 1 1 1 1 1 1 1 1 1„ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 0 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.491 @ 569.13 System Descend 319.13 @ 65.438 System Demand (Including Hose Allowance) 569.13 @ 65.438 (M, © M.E.P.CAD, Inc. + AutoSPRINK®VR5 v5.2.6 05/02/2008 12:03:46PM Page 7 Flow Diagram (Top View) Job Number: KS0354 Report Description: Ordinary Group II M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/02/2008 12:03:50PM Page 8 8 Ordinary Group 11.0.20gpm/ft2 for 922.00ft2 10'-0.AFFJ VICINITY MAP (Suite# 607) SCALE: NTS General Notes 1100 SALES AREA P-1 i 10'-0'AFF 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed irt. accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only jn the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Coach Remote Area: Retail # 607 CALCULATION DESIGN CRITERIA r. STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM 1 Ft' for 922 FN SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI GPM FLOW 10900 AT BASE OF RISER. SYSTEM REQUIRES: 319.13 GPM @ 61.178 Psi • SI tone of Design 10'41" CLG.=40.0% AREA REDUCTION 103 1 IEC. TOILET P9 1e'-0'AFF �� H C. TOILET _ P-9 I 8'-0'AFF Existing Main 11°51 - 4101_1_ STOCKROOM _ I ALT-11-12-0•AFF I a i Oti2l--Existing Matt VESTIBULE E-0'AFF 12-O'AFF—j 102 HAL ACT 1 1 12'-0'AFF FIRE SPRINKLER SYSTEM 118" —11-0 1 37-5?7 911 l Without Comments As Noted In Red Pcir The i')I..f..,,e J Letter I nese p1ariS 113Vv Prevention Cure standCrds. omis-sion:/ sten:1'3r! s, -«iequ.t y this ds e resubf 1i1.3i /t r ois.. Ti: T1.It;ila Fire cum:int city adopted for the er. `- 31 LCA: t : .r.t pp OVS1. Final aCCep ince is subject inspection by Til, Tukwila Fire Prevention Bureau. Date: —43 By: IIJKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. OB "S LOP and exact address for shut' 'own or restoration approval: TICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. e is 4 a II 0 TYPICAL FLEXABLE SPRINKLER. CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXBEAD DETAIL NOT TO SCALE FIG. 908 SWIVEL SWAY BRACE FITTING BRACE PIPE 318' *ARK BOLT (2 1W EMBED LENGTH) FIG. 1000 FAST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE . LATERAL LINE RESTRAINTS NON.THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE BDLN (21W ELENGTH) FIG. 909 NO -THREAD SWNEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT bag° NON.THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Une of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE i .:.. 2008 Tukwila Fire -?25/77 .r/77 . SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 13 5.6 Pendent 2 Chrome 155°F Fl FR Semi-Reces APPROVAL City of Tukwila HYDRAULIC REFERENCE POINT R5415 17 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0354 HANGER SYMBOL Total = 30 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 05/02/08 Western States Fire Protection Company 7102180th AVE NE, S I t A-105 - F:EDMOND, WA - 98052 Lk. #: WESI1 SF136QF - WESTERN STATES FIRE PROTECTICN COMPANY- OFFICES LOCATED ALERALEROUE/AUSTIN / DALLAS / DECATUR/ DETMER IDULUTH JHOUSTON/KANSAS CRY LAS VEGAS /LBNIEAPOLS/PHOEHOV PORTLAND/ RAPID CITY ST. PALL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Ii w z 0 Adam Kantner National Contractors Inc. CONTRACTOR: Coach 607 Southcentner Mall Tukwila Na 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 VICINITY MAP (Suite# 607) SCALE:NT r7\ General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE 103 LIG_ TOILET I P9� B'-0'AFF J tr•0'AFF I Ordinary Group I1•0.20gpmIft2 for 922.00ft2 IE -0 AFF 100 SALESAREA P-1 10'-0'AFF Ij104 H C. TOILET P-9—rfr-0'AFF I Existing Main 105 VESTIBULE I E -O AFF 101 STOCKROOM I ACT -1 12_D -AFF elm ®(Atha= 12,0' AFF 1021 HALLWAY I ACT -1 Ij_rro'AFO 1051 VESTIBULE L_ FIRE SPRINKLER SYSTEM Existing Main Coach Remote Area: Retail # 607 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 922 SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 Ft' Ft' WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 319.13 GPM CO 61.178 PSI At time of Design 10'-0" CLG.=40.0% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS SPRINKLER BRANCHLINE REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. BOB SWIVEL SWAY BRACE FITTING O 3A8' KWIK BOLT (21W EMBED LENGTH) FIG. 1000 CLAMP SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 3s' KWIK BOLT (21W EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT n LATERAL BRANCHLINE RESTRAINT ` L f I NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHL1 E RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� A9 Thread Rod q_ Cut Rod Lgth Rounded to Nearest Inch Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE C) 2 U U D' w z 0 Adam Kantner National Contractors Inc. CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 13 5.6 Pendent Chrome 155°F F1 FR Semi-Reces APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 20 5.6 Pendent %2 ' White 155°F G4A Concealed CONT. NO.: KS0354 Total =33 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/23/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-1057 REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN tDALLAS I DECATUR /DENVER /DULUTH I HOUSTON I KANSAS CITY LAS VEGAS IMIT EAPOLIS/PHOENIX/PORTLAND/RAPID CITY / ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Coach 607 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEE FR - OF 1 T 1 tt) FILE COPY SHEET \U v3Eh SHET TITLE SHEET INDEX .„,. FIRE AL TUKWILA FA -0 SY TElv I \FOlv ATIO\ FA -02 TYICAL DETAILS - WRI\G A\D OU\TI\G FA -03 FIFE ALA' vl SYSTEM FLOO PLA FA -04 SY TElv CALCULATIO\S (GE\ EAL), SITE PLA\ 1.M 4 •„ E I heSe ‘r• ?.•-• •• • standa;it:., oms/•,...• ,11 ',1. this • : •••: :1,-• 6 111., • t,S. ••: , , • • The Tulai A. Date: 3C -L) PLIKWILA FIRE DEPAROZNI Please call: 575-440Z and give this job No. Og and exact address for shut, lawn or restoration aooroval, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the T.rispector prior to commenca:ent of Acceptance Testing of any Fire Alarm and Det:E..r.:tion Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT • FILL CHART s WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS , SIZE TYPE COLOR CODE . D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED ' TWISTED PAIR #14 FPL/FPLR RED (JACKET) li [, 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) ,• • I REM,OTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW, LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET). UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) l's_ UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) ls B BEA!vil DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) s. ICONDUIT. FILL CHART . . '. c. s I . NU. ,, OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 s . 1 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 • [TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 '1 II CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING. RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. 1 CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" , .21 SQUARE INCH 1" 34 SQUARE INCH • . 1-1/4". :60 SQUARE INCH 1-1/2" :82 SQUARE' INCH 2" 1.34 SQUARE INCH . . FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END • FOR SIEMENS SYSTE DO NOT INSTALL ADDRESS DEVICES ADDRESS. M SYSTEM ASHINGTON ERAL NOTES INITIATING DEVICES UNTIL PREPGRAMMED WITH 1. NUMBERS ADJACENT TO DE ICE SJIBOL DENOTE DEVICd CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE. THE S COND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CI 3. AUDIBLE/VISUAL CIRCUIT BRANCHING IS PERvIISSIBL 4. INSTALLATION SHALL BE IN ELECTRIC CODE, NFPA 72, L OIT TRICL 5. INSTALLATION MATERIALS (I CO STANDARD BOXES, FIBER opt CS C ARE NOT SUPPLIED BY SIEM ;NS C' 6. DETECTORS SHALL NOT BEV' UNT AIR STREAM OF AIR SUPPLY, ,UTL 7. WIRING SHALL BE PER PLAN, ITH TYPE, QUANTITY AND COLOR ODE AND UNIQUELY MARKED FOR UTU LARITY SHALL BE OBSERVED. SUPERVISED. NO PARALLEL , CONFORMANCE WITH THE NATIONAL .• IODE(S), AND/OR AUTHORITY HAVING JURISDICTION. UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT) RBERUS DIVISION. ID IN DIRECT TS. PER NFPA 72 2-3.5.1 ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, CONDUCTORS SHALL BE PERMANENTLY, E IDENTIFICATION. 8. INSTALLING CONTRACTOR SI LL R TURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" URPOS. 9. FOR ADDITIONAL INSTALLATIINS RUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLAT N8 RUCTIONS. 10. THE 120vac POWER ELECTRI MUST COMPLY WITH ARTICL SPECIFICALLY SECTION 1-5, SOURCES. 120vac POWER S DIRECT SUPERVISION OF FIR 11. ALL HORN/STROBE AND ST OF • 80" A.F.F. OR 6" BELO 12. ALL MANUAL PULL STATION ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND 14. ALL 120VAC CIRCUITS ARE GENERATOR. ALL N ALA PROP !SH RK SUPPLYING FIRE ALARM SYSTEM PANELS rND 760 OF • NFPA 70, N.E.C. AND NFPA 72, REFERENCE TO DEDICATED BRANCH POWER T BE APPLIED .TO FIRE ALARM PANEL WITHOUT vl TECHNICIAN. LVICES SHALL BE MOUNTED AT A HEIGHT ED CEILING, WHICHEVER IS LESS. ' BE MOUNTED AT 48" A!F.F. TO THE WILL BE ON THE RECORD DRAWINGS SET. M EDICATED CIRCUITS FROM THE EMERGENCY 15. PER NFPA 72 SECTION 5- 6.1.3 ::DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN ur OF.. ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIROD H3YHTHE AUTHORITY HAVING JURISDICTION • FOR PROTECTION DURING CON,STR.XTION. DETECTORS THAT HAVE BEdN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANE ' :OR RgPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. • .,..1.:t • 16. WIRING SHALL RUN CONTINUOUS FI, OM , FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE T i:DEV1 `E WITHOUT • SPLICING ' IN PULL BOXES. OR : „ ' OTHER BACK BOXES OF DIE: Ej CIRCUITS. ' 17. ALL WIRING SHALL BE METE14E6, RIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BET. ;FEN : .ONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. ! ' : : 18.. ALL CABLES SHALL BE MA KED A INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL .DEVIC S JUNCTION BOXES AND FACP. : I :1! , 19. THE ELECTRICAL CONTRACT R S1 CLEAN ALL DIT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF T E FIRE'ALARM 'BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF TH IR INS ALLATION,,, 20. DETECTORS MUST BE RATE .FOER EMPERATURE IN THE ENVIRONMENT IN WHICH „.,; IT IS LOCATED. 21. ALL WIRING BETWEEN FLOC, SHL BE: .LOCATED : IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 AL STYLES OF 'CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.GkI .1vIE*LIC, ;OPTICAL FIBER), SHALL BE tii\I INSTALLED SUCH THAT THE 6-1,6 I G AND: RETURN: CONDUCTORS, EXITING FROM AND RETURNING TO T,, Cd1TROL: UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE doOTGoi.p AND RETURN. (FOUNDANT) CIRCUIT CONDUCTORS SHALL NOT B.;!IRUON THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), 'ENCLO$URE, OR RACEWAY. .ii , . 11 : , , •,: 23. .. , : ; ;1 , III. ': • . . ' NEPA. 72 2007 A.6.4.2.2.2 Ili ' ' OF :6A-.2.2.2, • IS TO PROVIDE ,.!.. , ! ADEQUATE SEPARATION BET\EN E OUTGOING AN RETURN C,ABLES. THIS SEPARATION IS REQUIRIDTFQ ELP :ENSURE P.k?TECTION OF THE ' • CABLES FROM PHYSICAL D4110(.1 i HE: RECOMMENDED MINIMUM! ::' - SEPARATION TO PREVENT fpTICA DAMAGE IS 305 ,.NAM (1 FT) ,WHERE , . THE CABLE IS INSTALLED VE1yrCA4i Y AND .1.22 M ' (4 FT) WHERE' THE ,CABLE IS INSTALLED : " l' :!';': 11 s, A 1;1 . I , , . ,:.: 4 . ,.. 1 it • , , • iIIi• ;•;;;,1 • QUANTITY 2 1 4 2 EX 6 , s SY II •ESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT F P A .;sy, ALARM H;ONTROL PANEL • :IRE ALARM EMOTE ANNUNCIATOR s XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP . • 11 x ' EMOTE BOOSTER OWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP 11, NTERFACE MODULE ITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD HI 1 UAL INPUT TERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD ONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HM ..1:kMOTE CONVENTIONAL HZM ONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD r41141 IIIINEAR BEAM MOKE DETECTOR PBA -1191 SIEMENS SIEMENS AD2-P W/ SIEMENS TSM MODULE SIEMENS 1V6 MOKE DETECTOR .ADDRESSABLE -PHOTO) OUCT SMOKE ETECTOR HFP-11 w/ DB -11 BASE :, • FEAT DETECTOR DDRESSABLE) III ,3,‘c:IpREEEIALKIANELAGRRMSMOTRu STROBE i,,,IRE ALARM ts..PEAKER STROBE WALL MOUNT) lRE ALARM •;;.PEAKER STROBE CEILING MOUNT) IRE ALARM ICTERI°LIBNEG MOUNT) i• HFPT-11 W/ DB -11 BASE PROVIDED VERIFY IN FIELD 4S DEEP VV/ 1G RING DUCT HOUSING CEILING VERIFY IN FIELD 4S DEEP W/ 1G RING CEILING SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS ZR -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX V\// 1-1/2" EXT. CEILING 80" A.F.F. TO BOTTOM 4S DEEP BOX W/ 1-1/2" EXT. 4S BOX \A// 1G RING IRE ALARM ;1.1 -ROBE 'llWALL MOUNT) TIRE ALARM PEAKER CEILING MOUNT) FIRE ALARM s,..PEAKER •;Sis,s ,1II WALL MOUNT) FIRE ALARM TROBE WP -WEATHERPROOF ZR -MC --W SET -CW SET -W SIEMENS SIEMENS SIEMENS 4S BOX w/ 1G RING CEILING CEILING 80" A.F.F. TO BOTTOM U .0. N . 4S DEEP BOX VV/ 1-1/2" EXT. CEILING 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD I' ' ONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD FA JBDX AGNETIC OOR HOLDER IRE ALARM ERMINAL CABINET F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. VERIFY IN FIELD VERIFY IN FIELD UNCTION BOX FB.O. • , F.B.O. N/A VERIFY IN FIELD A F. BOVE FINISHED iLOOR N/A N/A N/A N/A F. URNISHED BY THERS • N/A N/A N/A N/A OT. PPLICABLE N/A N/A N/A N/A NLESS OTHERWISE OTED N/A N/A N/A N/A EATHERPROOF EVICE N/A N/A N/A N/A S BUILT DD OR CHANGE N/A. N/A N/A N/A R ; S BUILT EMOVE N/A • N/A N/A N/A. .1,s BUILT 4OTES TO CAD N/A N/A N/A N/A s' Guardian Securit 'I is ;11 is • ; • .• S. "j. II ":',7.1!,6 • ;;. 6;•. , • • 1‘;.',. REV. BY: Z .< ; ' DESCRIPTION SHOP DRAWINGS , • DATE 5/27/08. rALE: 1/8',„,1 (I) DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/27/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER:54500 SHEET 114.4141 FA -01 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. THE DUCT SMOKE. DETETj PR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOC LION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX 'DUCT WIDTHSIIROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. OPER�TIN TEMPERATU E: +32'F O'CC) TO 100'F (338*C) }TUMIDITY: 0-9333333% RELATIVE HUMIDITY, NON -CONDENSING DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 F/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR OUTLET SAMPLING TUBE N FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HFP-11 SMOKE DETECTOR DB -11 STANDARD SMOKE DETECTOR BASE ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET ' SAMPLING TUBE NOT USED REMOTE DEVICE LOOP v 0 NOT USED 0 REMOTE I ra DEVICE LOOP ! 0 470 OHMS �VN EOL AT LEAST SIX DUCT WIDTHS FROM BEND --).FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE TO NEXT DEVICE REAR VIEW 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATION EAR GROU TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> -->.(+)TOIL —(-) S� TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE MUSIC COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING '. TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC • II •I HTRI—R TO NEXT ADDRESSABLE DEVICE f(+) STOP IF LAST. DEVICE l(-) FROM XLS CONTROL PANEL OR (+) PREVIOUS ADDRESSABLE DEVICE (*) END OF LINE DEVICE(3.6K 1/4W); ' 1 I ," VII SUPERVISED SWITCH i " GR❑UN'_� END OF LINE DEVICE (3.6K 1/4W) HTRI—D FROM REMOTE POWER SUPPLY C'S' CABLE) EXT CE OR OF LINE HARD LID HARD LID CEILING SPEAKER SUPPORT 7 I L. El BRIDGE 6) 8 STROBE RELAY CONTACTS (4.0A @ 125VAC) (4,OA @ 30VDC) SUPERVISED I SWITCH GROUND NOTE: II: FOR ADDITIONAL SPECIFICATIONS; SEE PRODUCT DOCUMENTATION. '" TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) ; • (STR❑BE) SPEAKER 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N EXT CE OR OF LINE CEILING MOUNTED SPEAKER/STROBE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX — MOUNTED ON CEILING. FLEX NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0,04uF 14 AWG 18 AWG 0 GND N AC 4 0 0 ,� TO NEXT D PREVI❑US ADDRESSABLE DEVICE NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTION. 4S DEEP 'BOX. 'W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) .4S, BOX (STROBE' ONLY) JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT CADDY BAR ssmaeo 123456 INPUT INPUT- ,TROUBLE NAC1 •NAC2 NAC3 . NAC4 AUX •1+1- 1 2+2-'2 NC C NO + - + -.+ - + - + - 80" A.F.F; SMOKE; DETECTOR SUSPENDED ILLUMINATED SMOKE DETECTOR MOUNTING SCALE=NONE • TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO NOT ONSTALL ADDRESSABLE INlOAT DEV CES UNT L PREPROGRA1 ED WI- DEV ITDEV CES ADDRESS. SCALE: 1/8'' =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/27/08 BACKROUND PLAN PROVIDED?;BY' Copyr.igh .2006 by Guardian iSecurity Systems, Inc. All Rights 1 '1 ••1 !I 1 -4 JAG N EOL—S1 19.89V 'FA–BOX 105 I nck .--r-CrAFF Or' • I•••1,r•-•,!! j. • 1-:4:41-0LLNAT-,1- 150 131 , 1 Ff. 2S,2V ARE?. -21 101 I i F- 0 ..0'-!!! ! ..------- ----- Cy:: I iE., III Qo !!! —. - gi[ fi !-ril — , . ! .,,,, --110 -.1 A,ri „ ., . ---------- 1 , •, WESTFIELD SOUTHCENTER MALL I ' 4: It Ii - OE S FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI–D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. RELEASE/REV IS IONS SHOP DRAWINGS -4' OH,' t) (31,: • c0 O• . !•!--t!! Z 0 I— • L9 Z C/) >< ‘0ii.c!<1,1,,,,,,,•;.;!,f,‘I!i!!!.:!i!!!..1. I, = LLI U.) c5 tro.,;' > -5( 1— c u) C•J::: ; ! - -4 ! , co ! ::_!,•. : C\Ji! CD • (NIL .1D. - c, , (N.LL .1.1i I; 1.•1•1•11. N—) 1----. 11.111:: • • 1•:;: :,...J:,..:41:.‘,:!.. 1,4 i; •44 LU Ei FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J–BOX (VERIFY EXACT LOCATION G.C.'S FIRE ALARM CONTRACTOR. TO TIE–IN ALL, DEVICES TO J–BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L. APROVED CONTRACTOR DO \.0 I\S-ALL ADDRESSABLE ONO -IAT DEV CES UN -IL PREPROGRAMMED WIT DEVICES ADDRESS. ; co cy) w 0 (f) 2 wi < cc ow O E < 15 VCj E E — 0 (0 11. DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/27/08 : ! • BACKROUND PLAN PROVIDED BY: • NUMBER:54500 I SHEET , ;c 1 Copyright 2006 by Guardian Security Systems, Inc. All Rights 44,1r01:114W, FA -O3 iL Ir SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations S. ,j1-7mc 61 5C D S 'T -MC 630CD T -MC 7. 5CD -IT.TIEIm0 MCg,IgHlc10CiDi5cD SgT-HM .C@135CD ,SET -HMC -C@1 85CD ZFk-MC d15CD ZR -MC D Standby QUrrent Load: Battery Flair to be Used: MUMCu NEM Det NMIHF NMI Hit M icF JI HI MINIi EM 111=11 NEM EMI Amps 111 Al EWE M. MERE =ME NMI MEE =IN 111 0.064 , 0.021 PAM BREW RECIYCLING SIORAGE A ZTECA. CAN MAC GRILL CALIFORNIA PIZZA KITCHEN Ir'; • • LoAr.ov,:: DOCK Notification Applianc WESTFIELD SOUTHCENTER MALL COACH May 27,2008' QTY Device Type 0 SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD 0 SET-HMC-C@115CD 0, SET-HMC-C@177CD 0 SET -HMC ©135CD SET -HMC @185CD 21 Z-MC@15CD 0 Z-MC@3OCD SET-MC-CVV@110CD Alarm Total 0 294 175 '0 0 0 •0 RENT TOTAL= 597 h Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total DeviceLoad,_Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I* R) EOL Voltage (20.4 - E) DEVICES= 6 TOTAL mA= 597 [ -Notification Appli PROJECT: WW -FIELD SOUTHCENTER MALL Panel: COACH 19.8874158 Wire Resistance 2.58 'CPIkRENT TOTAL= 7.2 Total Wire Resistance ( R ) ( WL * 2 ) * (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I * R) EOL Voltage (20.4 - E) Co ri ht 2006 b Guardian Securit S stems, Inc. All Ri hts Rev ijI